Abstract
In Toppusi-Wakasato fishery port lying at Lake Saroma in Hokkaido, the fishery infrastructures have been often built on a soft ground. This situation induced a severe problem of deforming in quay structure including steel sheetpile. The present study allowed to fully understand the cause of deformation. For this investigation, we created an analysis model based on Finite Element Method (FEM) in the purpose to examine the effects of soft clay consolidation and lateral flow on steel sheet-pile deformation.
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